1.
Application of calculation for subgrade bearing capacity in tall building's raft foundation design
地基承载力修正计算在超高建筑筏基设计的应用
2.
The current formula of bearing capacity of compound foundation is revised.
并对目前复合地基承载力的计算公式进行了修正。
3.
Research on Ecological Carrying Capacity and Ecological Footprint of Yongxiu County;
永修县生态承载力和生态足迹的研究
4.
The Experimential Research and Theoretical Analysis on the CFRP Repair Concrete Flexural Member;
碳纤维布修补加固混凝土受弯构件正截面承载力的实验研究与理论分析
5.
THE C VALUE METHOD FOR CONCRETE BEAM NORMAL SECTION LOADBEARING CAPACITY CALCULATION;
混凝土梁正截面承载力-C值计算法
6.
Study on the Strength of Normal Section and Diagonal Section of Reinforced Concrete Shear Wall;
钢筋混凝土剪力墙正截面及斜截面承载力分析
7.
Study of Behavior and Strength on Cross Section of the Concrete Superpose Beam;
叠合式受弯构件正截面承载力的受力性能分析
8.
Analysis on Mechanical Behavior of T-shaped RC Steel Reinforced Concrete Short-pier Shell Wall
T形型钢混凝土短肢剪力墙正截面承载力分析
9.
ultimate bearing capacity [ground]
极限承载力〔土地〕
10.
Performance Study on Right Section Bending Resistance Bearing Capacity of New Styles Composite Plates;
新型复合板正截面抗弯承载力性能研究
11.
Experimental Study on Flexural Behaviorof Combined Aggregate Concrete Beams Cross-Section;
混合骨料混凝土梁正截面承载力试验研究
12.
Analysis of Bearing Capacity of Right Section of Strengthened Reinforced Concrete Beam after the Fire Hazard;
火灾后加固的钢筋混凝土梁正截面承载力研究
13.
The Research on Bearing Capacity of Steel Tube Composite Column Filled with Steel Reinforced Concrete;
钢骨—钢管混凝土柱正截面承载力计算方法研究
14.
Study on Bearing Capacity for SRC Special Shaped Columns;
型钢混凝土异形框架柱正截面承载力研究
15.
The Research on the Strength of Normal Section and Inclined Section of Steel Reinforced Concrete Special-Shaped Column;
钢骨混凝土异形柱正截面与斜截面承载力研究
16.
Evaluation on Flexural Capacity of Existing Reinforced Concrete Bridges;
既有钢筋混凝土桥梁正截面抗弯承载力评估
17.
Research on Calculation Methods of Bending Resistance Bearing Capability of Reinforced Concrete Beams in Service;
在用混凝土梁正截面承载能力计算方法研究
18.
Theoretical Analysis of Load Capacity of Reinforced Concrete Columns Strengthened with Reinforced Concrete Cover;
外包钢筋混凝土加固柱正截面承载力理论分析